This connection details a beam framing into a column web with a cap plate matching the thickest beam flange thickness plus one-eighth inch and measuring at least one-half inch thick. Complete joint penetration welds are specified typically, with three-eighth inch welds joining the cap plate to the column web and five-eighth inch welds connecting the cap plate to the column flanges typically. A shear plate with welds and fasteners is provided per the typical non-frame beam connection schedule and details, alongside drag beams per plan. Continuity plates are included where required per the schedule on detail two of sheet S5.4.2.
BRBF BEAM DRAG BEAM PER PLAN CONTINUITY PLATES (WHERE OCCURS) PER SCHD ON 2 / S5.4.2 CJP TYP 3/8 3/8 CAP PL TO COL WEB 5/16 CAP PL TO COL FLANGES TYPICAL BEAM TO COLUMN WEB B "d" CAP PL TO MATCH THICKEST BEAM FLANGE THICKNESS + 1/8" AND SHALL BE 1/2" MIN THICK SHEAR PL, WELDS AND FASTENERS PER "TYPICAL NON-FRAME BEAM CONN SCHED AND DETAILS" MIN k col COL FLG MIN GROOVE ANGLE 10° S5.3.2 2
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